Initial weighting strength control of thick and hard roof based on pre-splitting blasting of whole roadway roof: numerical model and engineering verification

Thick and hard roof poses safety hazards to initial mining and caving of the working face due to its good integrity and large modulus. Taking the initial mining of No. 24110 working face in Nanyangpo mine as the background, this study proposes the “shallow-hole intensive blasting-deep-hole direction...

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Main Authors: Chenyang Liu, Hui Li, Yiyi Wu, Yuxuan Wang, Jingkun Zhu
Format: Article
Language:English
Published: Elsevier 2025-09-01
Series:Results in Engineering
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Online Access:http://www.sciencedirect.com/science/article/pii/S2590123025028579
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author Chenyang Liu
Hui Li
Yiyi Wu
Yuxuan Wang
Jingkun Zhu
author_facet Chenyang Liu
Hui Li
Yiyi Wu
Yuxuan Wang
Jingkun Zhu
author_sort Chenyang Liu
collection DOAJ
description Thick and hard roof poses safety hazards to initial mining and caving of the working face due to its good integrity and large modulus. Taking the initial mining of No. 24110 working face in Nanyangpo mine as the background, this study proposes the “shallow-hole intensive blasting-deep-hole directional pressure relief” technology based on the roof pre-splitting of the whole roadway pressure relief concept: shallow-hole blasting creates weak surfaces in the shallow roof to ensure the lower layer breaks first and the main roof caves later during initial weighting; deep-hole blasting directionally weakens the main roof, realizing zonal caving of the roof and “dividing the whole into parts” for energy release. Numerical simulations show that with roof pre-splitting of the whole roadway, the working face advance distance for the first roof caving is 20 m earlier than that without pre-splitting. Initial weighting occurs at 60 m advance, with the main roof completely caving. The peak stress concentration of the stope coal wall and roof is significantly reduced. The roof caving morphology changes from the “O-X” type without pre-splitting to a fracture with a “W” shape at its center, avoiding strong mining pressure caused by overall caving of thick and hard roof and reducing accidents like support crushing and coal wall spalling. Field measurements of No. 24110 working face show initial weighting occurs when the head advances 54.7 m and the tail 82.7 m, with a calculated initial weighting step distance of 68.7 m, showing good agreement and being close to the simulation results. Weighting features low intensity and short duration, with no obvious spalling in roadways and no large deformation of surrounding rocks, ensuring safe and efficient passage through the initial caving stage. This study provides a new pressure relief method for initial mining under similar conditions, offering reference for reducing weighting intensity and optimizing initial weighting step distance in mining engineering.
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spelling doaj-art-2eb0ca4cda7a46169683947b67329f4c2025-08-23T04:49:01ZengElsevierResults in Engineering2590-12302025-09-012710679310.1016/j.rineng.2025.106793Initial weighting strength control of thick and hard roof based on pre-splitting blasting of whole roadway roof: numerical model and engineering verificationChenyang Liu0Hui Li1Yiyi Wu2Yuxuan Wang3Jingkun Zhu4School of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing 100083, ChinaSchool of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China; School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo Henan 454000, ChinaSchool of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China; College of Construction Engineering, Jilin University, Changchun Jilin 130021, China; School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo Henan 454000, China; Corresponding author.School of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing 100083, ChinaSchool of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing 100083, ChinaThick and hard roof poses safety hazards to initial mining and caving of the working face due to its good integrity and large modulus. Taking the initial mining of No. 24110 working face in Nanyangpo mine as the background, this study proposes the “shallow-hole intensive blasting-deep-hole directional pressure relief” technology based on the roof pre-splitting of the whole roadway pressure relief concept: shallow-hole blasting creates weak surfaces in the shallow roof to ensure the lower layer breaks first and the main roof caves later during initial weighting; deep-hole blasting directionally weakens the main roof, realizing zonal caving of the roof and “dividing the whole into parts” for energy release. Numerical simulations show that with roof pre-splitting of the whole roadway, the working face advance distance for the first roof caving is 20 m earlier than that without pre-splitting. Initial weighting occurs at 60 m advance, with the main roof completely caving. The peak stress concentration of the stope coal wall and roof is significantly reduced. The roof caving morphology changes from the “O-X” type without pre-splitting to a fracture with a “W” shape at its center, avoiding strong mining pressure caused by overall caving of thick and hard roof and reducing accidents like support crushing and coal wall spalling. Field measurements of No. 24110 working face show initial weighting occurs when the head advances 54.7 m and the tail 82.7 m, with a calculated initial weighting step distance of 68.7 m, showing good agreement and being close to the simulation results. Weighting features low intensity and short duration, with no obvious spalling in roadways and no large deformation of surrounding rocks, ensuring safe and efficient passage through the initial caving stage. This study provides a new pressure relief method for initial mining under similar conditions, offering reference for reducing weighting intensity and optimizing initial weighting step distance in mining engineering.http://www.sciencedirect.com/science/article/pii/S2590123025028579THRFirst pressurePresplitting blastingBroken formVon Mises equivalent forcePressure relief technology
spellingShingle Chenyang Liu
Hui Li
Yiyi Wu
Yuxuan Wang
Jingkun Zhu
Initial weighting strength control of thick and hard roof based on pre-splitting blasting of whole roadway roof: numerical model and engineering verification
Results in Engineering
THR
First pressure
Presplitting blasting
Broken form
Von Mises equivalent force
Pressure relief technology
title Initial weighting strength control of thick and hard roof based on pre-splitting blasting of whole roadway roof: numerical model and engineering verification
title_full Initial weighting strength control of thick and hard roof based on pre-splitting blasting of whole roadway roof: numerical model and engineering verification
title_fullStr Initial weighting strength control of thick and hard roof based on pre-splitting blasting of whole roadway roof: numerical model and engineering verification
title_full_unstemmed Initial weighting strength control of thick and hard roof based on pre-splitting blasting of whole roadway roof: numerical model and engineering verification
title_short Initial weighting strength control of thick and hard roof based on pre-splitting blasting of whole roadway roof: numerical model and engineering verification
title_sort initial weighting strength control of thick and hard roof based on pre splitting blasting of whole roadway roof numerical model and engineering verification
topic THR
First pressure
Presplitting blasting
Broken form
Von Mises equivalent force
Pressure relief technology
url http://www.sciencedirect.com/science/article/pii/S2590123025028579
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